APPLICATION OF FLY ASH IN CONCRETE PRODUCTION: AN INTEGRATED STUDY OF ENVIRONMENTAL BENEFITS AND MATERIAL PROPERTIES
DOI:
https://doi.org/10.32782/apcmj.2024.3.12Keywords:
fly ash coal combustion products, composites, concrete, pavement repair, concrete pavement, aerodrome pavement, roadsAbstract
This study focuses on the feasibility of using fly ash to partially replace Portland cement in the concrete industry and its impact on concrete properties. The study concentrates on the sustainability of concrete production through ecological improvements, reduced consumption of natural raw materials, lower energy consumption, and reduced CO2 and dust emissions. The study begins with an overview of the future of concrete as a primary building material. It suggests using fly ash as a partial replacement for Portland cement. Fly ash is seen as a costeffective and readily available alternative material, especially in thermoelectric projects. To explore this, this study conducted a series of experiments to determine the optimum concrete proportion and the optimum percentage of fly ash to be used. The study employed a three-factor experimental plan to optimize the concrete formulation through mathematical and statistical methods. The focus was on the effects of fly ash content, water consumption, and aggregate proportion on the structure and properties of concrete. The experimental results show that introducing fly ash improves the mobility of concrete mixtures and does not reduce the strength of concrete by replacing cement within certain limits. In addition, the study investigated the effect of additives on concrete properties. Plasticizer LST-E and air-entraining agent SNV were used to evaluate their impact on concrete's compressive strength, water resistance, and frost resistance. The results showed that using these additives can reduce the amount of cement used while maintaining the required mobility of the concrete mixture. The study also looked at heat release during concrete hardening. It was shown that using fly ash to replace some of the cement could reduce the heat released from the concrete. In addition, increasing the curing temperature of concrete can decrease the amount of calcium hydroxide generated during hydration, thus improving the corrosion resistance of concrete and steel reinforcement in aggressive environments. In conclusion, this study demonstrates the feasibility of using fly ash as a partial replacement for Portland cement in concrete production, which not only improves the workability and durability of concrete but also helps to reduce costs and environmental impact. The study suggests that the use of fly ash in road and airport construction is promising, especially in precast prestressed slabs and monolithic cement concrete pavements.
References
Celik, K., Meral, C., Petek Gursel, A., Mehta, P. K., Horvath, A., & Monteiro, P. J. M. (2015). Mechanical properties, durability, and life-cycle assessment of self-consolidating concrete mixtures made with blended Portland cements containing fly ash and limestone powder. Cement and Concrete Composites, 56, 59–72. https://doi.org/10.1016/j.cemconcomp.2014.11.003
Schöler, A., Lothenbach, B., Winnefeld, F., & Zajac, M. (2015). Hydration of Quaternary Portland cement blends containing blast-furnace slag, siliceous fly ash and limestone powder. Cement and Concrete Composites, 55, 374-382. https://doi.org/10.1016/j.cemconcomp.2014.10.001
Bieliatynskyi, A., Yang, S., Pershakov, V., Akmaldinova, O., Krayushkina, K., & Shao, M. (2022). Prospects for the use of ash and slag waste in the construction of Road Pavement. The Baltic Journal of Road and Bridge Engineering, 17(4), 80–94. https://doi.org/10.7250/bjrbe.2022-17.580
Bieliatynskyi, A., Yang, S., Pershakov, V., Shao, M., & Ta, M. (2022b). Study of concrete properties based on crushed stone sand mixture and fiber of fly ash of thermal power plants. Science and Engineering of Composite Materials, 29(1), 412–426. https://doi.org/10.1515/secm-2022-0167
Bieliatynskyi, A., Yang, S., Pershakov, V., Shao, M., & Ta, M. (2022). The use of fiber made from fly ash from power plants in China in road and airfield construction. Construction and Building Materials, 323, 126537. https://doi.org/10.1016/j.conbuildmat.2022.126537
Bieliatynskyi, A., Yang, S., Pershakov, V., Shao, M., & Ta, M. (2022a). Comparative analysis of the influence of various materials on the state of the roadside environment during the road repair. Environmental Science and Pollution Research, 30(6), 15523–15530. https://doi.org/10.1007/s11356-022-23212-4
Crispino, M., Toraldo, E., Giustozzi, F., & Mariani, E. (2016). Recycled concrete mixes for slip-form paving of roads and airports. Key Engineering Materials, 711, 730-736. https://doi.org/10.4028/www.scientific.net/kem.711.730
Promsawat, P., Chatveera, B., Sua-iam, G., & Makul, N. (2020). Properties of self-compacting concrete prepared with ternary Portland cement-high volume fly ash-calcium carbonate blends. Case Studies in Construction Materials, 13. https://doi.org/10.1016/j.cscm.2020.e00426
Nasir, M., Johari, M. A., Maslehuddin, M., Yusuf, M. O., & Al-Harthi, M. A. (2020). Influence of heat curing period and temperature on the strength of silico-manganese fume-blast furnace slag-based alkali-activated mortar. Construction and Building Materials, 251, 118961. https://doi.org/10.1016/j.conbuildmat.2020.118961
Saraswathy, V., Muralidharan, S., Thangavel, K., & Srinivasan, S. (2003). Influence of activated fly ash on corrosion-resistance and strength of concrete. Cement and Concrete Composites, 25(7), 673–680. https://doi.org/10.1016/s0958-9465(02)00068-9
Justnes, H., Skocek, J., Østnor, T. A., Engelsen, C.J., & Skjølsvold, O. (2020). Microstructural changes of hydrated cement blended with fly ash upon carbonation. Cement and Concrete Research, 137, 106192. https://doi.org/10.1016/j.cemconres.2020.106192
Fang, X., Xuan, D., & Poon, C. S. (2017). Empirical modelling of CO2 uptake by recycled concrete aggregates under accelerated carbonation conditions. Materials and Structures, 50(4). https://doi.org/10.1617/s11527-017-1066-y